李泽 博导简介(英文)

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Tutor Resume

Name

Ze LI

Gender

Male

Degree

Ph.D.

Position

Professor;

Tutor of Doctor Postgraduate

Email

lize999@qq.com;   lize@kust.edu.cn

Research Field

Rock Mechanics and Soil Mechanics

Geotechnical Engineering

Slope Engineering

Hydraulic Structure Engineering

Learning Experience

Ph.D., Geotechnical Engineering, Wuhan   University, China, 2008.

M.S., Hydraulic Structure Engineering, Wuhan   University, China, 2005.

B.E., Water Resources and Hydropower   Engineering, Wuhan University, China, 2002.

Work Experience

Professor at Faculty of Civil Engineering   and Mechanics, Kunming University of Science and Technology, China, Oct.   2019.

Associate Professor at Faculty of Civil   Engineering and Mechanics, Kunming University of Science and Technology,   China, Oct. 2011.

Academic Visitor of University of Bradford,   UK, 2016.

Post-doctoral Fellow, Mechanics, Kunming   University of Science and Technology, China, 2009-2012.

Lecturer at Faculty of Civil Engineering and   Mechanics, Kunming University of Science and Technology, China, Nov. 2011.

Preside Items

Research on plastic limit analysis method   for layered rock slope toppling failure, National Natural Science Foundation   of China, No:51564026.

Research on plastic limit analysis method   for massive rock-mass slope, National Natural Science Foundation of China,   No:51009074.

Academic papers

[1]Ze Li, Zheng Hu, Xiaoyan Zhang, Shigui   Du, Yakun Guo. Junxing Wang, Reliability analysis of a rock slope based on   plastic limit analysis theory with multiple failure modes[J], Computers and   Geotechnics, 2019, 110(06): 132-147

[2]Li Ze, Zhou Yu, Guo Yakun, Upper Bound   Analysis for Stone Retaining Wall Slope Based on Mixed Numerical   Discretization[J], International Journal of Geomechanics, 2018, 10(18):   04018122.

[3]Li Ze, Hu Zheng, Liu Wenlian, Hu Gaojian,   Du Shigui, Zhou Yu. Plastic limit analysis of open-pit mine jointed rock   slope considering translation-rotation mechanisms[J], Chinese Journal of Rock   Mechanics and Engineering, 2018, 37(S2): 4057 ~ 4068.

[4]Li Ze, Liu Yi, Zhou Yu. Lower bound   analysis of ultimate bearing capacity of stone masonry retaining wall slope   using mixed numerical discretization [J]. Rock and Soil Mechanics, 2018, 3   (39): 1100-1108.

[5]Zhang Xiaoyan, Zhang Lixiang, LI Ze.   Reliability analysis of soil slope based on upper bound method of limit   analysis [J]. Rock and Soil Mechanics, 2018, 5 (39): 1840-1850.

[6]Li Ze, Hu Zheng, Peng Pu, Liu Yi.  Research on upper bound method of plastic   limit analysis for excavation stability [J].Journal of Water Resources Water Engineering, 2019,30(03):230-236.

[7]Li ZeLiu   YiHu ZhengZhou Yu. Research on optimizational algorithm for deep anti sliding stability   of gravity dam based on nonlinear programming[J]. Journal of Water Resources   & Water Engineering, 018, 9(01):215-219.

[8]Li Ze, Wang Junxing, Zhang Xiaoyan.   Research on upper bound method for stability of rock slope based on rigid   blocks assemblages. Chinese Journal of Rock Mechanics and Engineering, 2014,   33(S1):2844-2852.

[9]Ze Li, Xiaoyan Zhang, Lixiang Zhang.   Research on vibration and damage mechanisms of spiral casing structure on   large-scale hydraulic turbine based   on fsi method[J]. Chinese Journal o Solid Mechanics, 2014, 35(s1):18-26.

[10]Li Ze, Zhang Xiao-yan, Wang Jun-xing.   Lower bound method for stability of rock slopes based on rigid block   assemblages. Chinese Journal of Geotechnical Engineering, 2012,   31(12):1534-1540.

[11] Ze Li, Jiukun Wei, Xiaoyan Zhang, Wei   Chen, Jianbin Xie. Rock Wedge Stability Analysis Using Plastic Limit Analysis   Method [J]. Disaster Advances Vol. 6(S4), 2013,10: 8-15.

[12]Ze Li, Xiaoyan hang, Lixiang zhang.   Research on vibration and damage mechanisms of spiral casing structure on   large-scale hydraulic turbine based on FSI method [J]. Chinese journal of   solid mechanics. Chinese Journal of Solid Mechanics, 2014, 35(S1):18-26.

[13] Ze Li, Lixiang Zhang. Research on   numerical method of flow-induced vibration on spiral casing structure of   large-scale hydropower station [J]. Procedia Engineering, 2012, 31: 688-695

[14]Li Ze, Yao Ji. Three-dimensional   Stress-strain Analysis of Surge Chamber Structure by FLAC-3D [J]. Journal of   Yunnan Agricultural University, 2011, 26(01):92-96.

[15]Li Ze, Yao Ji. Dynamic finite element   analysis of gravity dams by using response spectrum method [J]. China Rural   Water and Hydropower, 2010(06):124-126.

[16]Li Ze, Bai Chengfu, Zhang Wei. Optimum   test on bucket dissipation of Bashan hydropower station’s overflow spillway   [J]. Journal of Yunnan Agricultural University, 2010, 25(05):706-711.

[17]Li Ze, Wang Junxing. Research on upper   bound method of plastic limit analysis using finite elements based on   nonlinear programming for rock slope[c].// Innovation and Practice of Rock   Mechanics and Engineering: Proceedings of the 11th National Conference on   Rock Mechanics and Engineering. 2010:747-753.

[18]Chen WeiLi   ZeWang JunxingLuo Beier. Three-dimensional block elements   plastic lower bound limit analysis method for slope stability [J]. Rock and   Soil Mechanics, 2010, 31(11):3645-3650.

[19]Zhao Zaodong, Li Ze, Chen Wei. Lower   bound limit analysis of finite element plastic limit method for earth-dam   stability [J]. Water Power, 2010, 36(08): 35-37+93.

[20] Li ZeWang   Junxing. Lower bound limit study on plastic limit analysis of rock slope   using finite elements based on nonlinear programming [J]. Chinese Journal of   Rock Mechanics and Engineering, 2007, 26(04):747-753.

[21]LI ZeWang   Jun-xingWANG Han-hui. Plastic limit   analysis on stability of jointed rock slopes using finite elements [J].   Chinese Journal of Geotechnical Engineering, 2007, 29(10):1517-1521.

[22]Wang Jun-xing, Li Ze. Research on lower   bound method of plastic limit analysis using finite elements based on   nonlinear programming [J]. Rock and Soil Mechanics, 2008, 29(06):1471-1476.

[23]Wang Jun-xing, Li Ze. Upper bound   analysis of stability of soil slope subjected to pore water pressure using   finite elements [J].Rock and Soil Mechanics, 2007, 28(02):213-218.

[24]Wang Jun-xing, Li Ze, Chen Wei. Lower   bound analysis of soil slope stability using finite elements subjected to   pore water pressure [J]. Rock and Soil Mechanics, 2005, 26(8):1258-1262.

[25]LI Ze, Wang Junxing, Zhang Xiaoyan. Load   distribution method of arches and Cantilevers considering different elastic   moduli of arch dams [J]. Engineering Journal of Wuhan University. 2008,   41(s): 90-94.

[26]Wang Junxing, Li Yongming, Li Ze.   Plastic limit analysis method for gravity dam [J]. SHUILI XUEBAO, 2004,   35(08):81-84.

Patent

[1] Ze Li, Jiukun Wei, Liang Wu. Slices   Method for Slope Stability Analysis Base on Global Optimization [P]. China,   ZL201310436127.3, 2015-08-12.

[2] Ze Li, Lixiang, Zhang, Yun Zeng.   Calculation Method of Optimal Anchoring Angle for Wedge Rock Slope[P]. China,   ZL201310206747.8, 2016-06-03.

[3] Ze Li, Ji Yao, Liang Wu. Calculation   Method for Critical Slip Surface of Double Oblique Sliding Failure of Gravity   Dam Base[P]. China, ZL201310436202.6, 2015-09-09.

[4].Ze Li, Hu Zheng, Xue Long, Zhou Yu, Wei   Junkun, Upper Bound Method of Ultimate Bearing Capacity of Stone Masonry   Retaining Wall [P], China, ZL 201610440635.2, 2018-11-09.

[5] Ze Li, Hu Zheng , Xue Long, Zhou Yu, Wei   Junkun, Du Shigui, Liu Wenlian, Hu Gaojian, Lower Bound Method of Plastic   Limit Analysis for Ultimate Bearing Capacity of Rock Slope which Contains   Rock Bridge [P], China, ZL 201610442361.0, 2019-1-04.

[6] Ze Li, Peng Pu, Zhou Yu, Xue Long,   Calculation method of passive lateral rock pressure of extroversive jointed   rock with bedding joint surface [P], China, ZL201610850797.3, 2016-9-27.

[7] Ze Li, Xue Long, Zhou Yu, Wei Junkun,   Upper Bound Method of Plastic Limit Analysis of non-persistent jointed rock   mass using mixed numerical discrete methods [P], China, ZL201610847896.6,   2019-09-27.



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